CN206971257U - A kind of mountain area pulling plate anchor pole composite foundation - Google Patents
A kind of mountain area pulling plate anchor pole composite foundation Download PDFInfo
- Publication number
- CN206971257U CN206971257U CN201720853631.7U CN201720853631U CN206971257U CN 206971257 U CN206971257 U CN 206971257U CN 201720853631 U CN201720853631 U CN 201720853631U CN 206971257 U CN206971257 U CN 206971257U
- Authority
- CN
- China
- Prior art keywords
- pulling plate
- anchor pole
- draw ring
- anchor
- rock
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Piles And Underground Anchors (AREA)
- Foundations (AREA)
Abstract
Power line cables field is the utility model is related to, is to provide a kind of pulling plate anchor pole composite foundation for existing mountain area cement pole pulling plate laying inconvenience, laying depth requirement can not only be met, while can guarantee that pulling plate intensity, ensures that mountain area distribution line is safe for operation.Including extending to more anchor poles in rock, anchored between anchor pole and rock by Anchor Agent, it is external thread structure that described anchor pole, which protrudes from the outer one end of rock, rock outer end, which is protruded from, in anchor pole is connected with pulling plate, anchor pole is set through pulling plate, and pulling plate is provided with the space passed through for anchor pole, and anchor pole is connected with the nut being fixed on pulling plate on anchor pole through the end that pulling plate is set, draw ring is provided with provided with nut one side in pulling plate, draw ring connects electric pole by pull rope.This base form effectively reduces the problem of pulling plate depth of burying is inadequate, while mitigates the problem of pulling plate excavates catalase difficulty, ensures cement pole reasonable stress, so as to improve the stability of circuit.
Description
Technical field
Power line cables field is the utility model is related to, specifically a kind of mountain area pulling plate anchor pole composite foundation.
Background technology
With the development of China's economic society and power grid construction, power load constantly increases, to meet production and life need
Will, in recent years, country is continued to increase to power distribution network investment, and upgrading is carried out to original distribution line.Mountain area distribution line with
Based on cement pole is set up, because mountain area is mostly rock geology, cement pole pulling plate is among laying, because rock is harder, excavates tired
Difficulty, it can not often meet laying depth, therefore the anchor rod foundation special there is an urgent need to develop a kind of new mountain area.
Utility model content
The purpose of this utility model is to provide a kind of pulling plate anchor pole for existing mountain area cement pole pulling plate laying inconvenience
Composite foundation, laying depth requirement can not only be met, while can guarantee that pulling plate intensity, ensure that mountain area distribution line is safe for operation.
To achieve these goals, technical solution adopted in the utility model is：
A kind of mountain area pulling plate anchor pole composite foundation, including the more anchor poles extended in rock, lead between anchor pole and rock
Anchor Agent anchoring is crossed, it is external thread structure that described anchor pole, which protrudes from the outer one end of rock, and the connection of rock outer end is protruded from anchor pole
There is pulling plate, anchor pole is set through pulling plate, and pulling plate is provided with the space passed through for anchor pole, and anchor pole is through the end that pulling plate is set connection
There is the nut being fixed on pulling plate on anchor pole, be provided with draw ring provided with nut one side in pulling plate, draw ring connects electricity by pull rope
Line bar.
Described draw ring is taken the shape of the letter U structure, and the both ends of draw ring are set through pulling plate, and connect restricted drawing in the end of draw ring
The limited part that ring comes off from pulling plate.
Preferably, described draw ring both ends are machined with external screw thread, described limited part is nut, and draw ring end is through drawing
Pass through nut check after disk.
Preferably described limited part be block as another, and block size is more than the hole slot passed through in pulling plate for draw ring, keeps off
Block is welded and fixed with draw ring.
Described pulling plate is armored concrete part, and metal shell is enclosed with outside, and pulling plate is prefabricated component.
The beneficial effects of the utility model：This base form effectively reduces the problem of pulling plate depth of burying is inadequate, simultaneously
Mitigate the problem of pulling plate excavates catalase difficulty, on the basis of the anchor force using rock and anchor pole, while increase part
Pulling plate from gravity, ensure pulling force of the pulling plate to bracing wire, bracing wire counteracts the active force of wire and cement pole, ensure cement pole by
Power is reasonable, so as to improve the stability of circuit.
Brief description of the drawings
Fig. 1 is the utility model basis laying schematic diagram；
Fig. 2 is the utility model structure diagram.
Embodiment
The utility model is described further with reference to embodiment.
Embodiment one
A kind of mountain area pulling plate anchor pole composite foundation as depicted in figs. 1 and 2, including the more anchor poles 3 extended in rock,
Pass through Anchor Agent between anchor pole and rock（Anchor Agent is not being described in detail herein known in industry）Anchoring, it is described
Anchor pole to protrude from the outer one end of rock be external thread structure, protruding from rock outer end in anchor pole is connected with pulling plate 1, and anchor pole is through drawing
Disk is set, and pulling plate is provided with the space passed through for anchor pole, and anchor pole is connected with through the end that pulling plate is set pulling plate being fixed on anchor
Nut on bar, draw ring 2 is provided with provided with nut one side in pulling plate, draw ring passes through pull rope（Generally steel wire rope）Connect electric wire
Bar（It can also be cable pole）.Described draw ring is taken the shape of the letter U structure, and the both ends of draw ring are set through pulling plate, and in the end of draw ring
Connect the limited part that restricted draw ring comes off from pulling plate.Described draw ring both ends are machined with external screw thread, and described limited part is
Nut, draw ring end pass through nut check after running through pulling plate.Described pulling plate is armored concrete part, and is enclosed with gold in outside
Belong to shell, pulling plate is prefabricated component.
Embodiment two
The present embodiment and the difference of embodiment one are：Described limited part is block, and block size is more than pulling plate
On the hole slot that is passed through for draw ring, block is welded and fixed with draw ring（Not shown in figure）.
Distribution line carry out foundation construction when, first positioned, after the completion of positioning, drilled with roof-bolter, insert anchor pole and
Anchor Agent anchors, and is then bolted pulling plate and anchor pole, eventually forms pulling plate anchor pole composite foundation, can as needed again
One layer of soil is being covered above.This base form effectively reduces the problem of pulling plate depth of burying is inadequate, while mitigates pulling plate and open
The problem of digging catalase difficulty, on the basis of the anchor force using rock and anchor pole, while increase the deadweight of part pulling plate
Power, ensureing pulling force of the pulling plate to bracing wire, bracing wire counteracts the active force of wire and cement pole, ensures cement pole reasonable stress, from
And improve the stability of circuit.Final sumbission, this basic engineering is reasonable, and scene is workable.
The advantages of general principle of the present utility model, principal character and the utility model has been shown and described above.One's own profession
The technical staff of industry is it should be appreciated that the utility model is not restricted to the described embodiments, described in above-described embodiment and specification
Simply illustrate principle of the present utility model, it is in the art common on the premise of the spirit and scope of the utility model is not departed from
Technical staff simple change and replace all be within the scope of protection of the utility model.
Claims (5)
- A kind of 1. mountain area pulling plate anchor pole composite foundation, it is characterised in that：Including extending to more anchor poles in rock, anchor pole and rock Anchored between stone by Anchor Agent, it is external thread structure that described anchor pole, which protrudes from the outer one end of rock, and rock is protruded from anchor pole Outer end is connected with pulling plate, and anchor pole is set through pulling plate, and pulling plate is provided with the space passed through for anchor pole, and anchor pole is set through pulling plate End is connected with the nut being fixed on pulling plate on anchor pole, is provided with draw ring provided with nut one side in pulling plate, draw ring passes through traction Rope connection electric pole.
- A kind of 2. mountain area pulling plate anchor pole composite foundation according to claim 1, it is characterised in that：Described draw ring takes the shape of the letter U Structure, the both ends of draw ring are set through pulling plate, and the limited part that restricted draw ring comes off from pulling plate is connected in the end of draw ring.
- A kind of 3. mountain area pulling plate anchor pole composite foundation according to claim 2, it is characterised in that：Described draw ring both ends add Work has external screw thread, and described limited part is nut, and draw ring end passes through nut check after running through pulling plate.
- A kind of 4. mountain area pulling plate anchor pole composite foundation according to claim 2, it is characterised in that：Described limited part is gear Block, block size are more than the hole slot passed through in pulling plate for draw ring, and block is welded and fixed with draw ring.
- 5. a kind of mountain area pulling plate anchor pole composite foundation according to any one claim in claim 1-4, its feature It is：Described pulling plate is armored concrete part, and metal shell is enclosed with outside, and pulling plate is prefabricated component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720853631.7U CN206971257U (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720853631.7U CN206971257U (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206971257U true CN206971257U (en) | 2018-02-06 |
Family
ID=61403199
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720853631.7U Active CN206971257U (en) | 2017-07-14 | 2017-07-14 | A kind of mountain area pulling plate anchor pole composite foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206971257U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505532A (en) * | 2017-07-14 | 2018-09-07 | 安徽华电工程咨询设计有限公司 | A kind of mountain area pulling plate anchor pole composite foundation |
-
2017
- 2017-07-14 CN CN201720853631.7U patent/CN206971257U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108505532A (en) * | 2017-07-14 | 2018-09-07 | 安徽华电工程咨询设计有限公司 | A kind of mountain area pulling plate anchor pole composite foundation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103088819B (en) | Construction prestressed cable method | |
| CN203113627U (en) | Nodular cast iron grout sleeve for connecting longitudinal steel bars | |
| CN207098456U (en) | A kind of crossover tower auxiliary cross-arm block component for being used to live across operation | |
| CN205779491U (en) | Sectional prefabricating type concrete tower | |
| CN108203984A (en) | A kind of Dangerous Rock Body bolting with wire mesh method | |
| CN207700821U (en) | A kind of upright bar stringer | |
| CN206971257U (en) | A kind of mountain area pulling plate anchor pole composite foundation | |
| CN110439353A (en) | A kind of erection construction method of concrete wire pole overturning-preventing | |
| CN206530341U (en) | A kind of underground cavern crown structure and its underground chamber | |
| CN205934940U (en) | Anchor structure of rock matter side slope | |
| CN204676581U (en) | A kind of rock foundation overhead power transmission line line pole tower and bracing wire novel foundation | |
| CN204418169U (en) | The recoverable prestressed anchor cable of a kind of assembling | |
| CN201473966U (en) | Novel paving base structure of L type suspension rigid foundation for rocky crane beams in underground plants | |
| CN202492845U (en) | Ground anchor capable of serially anchoring | |
| CN205387705U (en) | Two -way reversal of natural order of things stock of enhancement mode total length bonding | |
| CN108505532A (en) | A kind of mountain area pulling plate anchor pole composite foundation | |
| CN205062813U (en) | But ground tackle of recovery type anchor rope | |
| CN104594375B (en) | A kind of rock foundation overhead power transmission line line pole tower and guyed foundation and construction technology | |
| CN204825924U (en) | Square steel tube concrete waist rail | |
| CN204753583U (en) | Recoverable anchor rope type of high pressure jet soil cement stock bears head | |
| CN206309111U (en) | A kind of line bar location and installation component | |
| CN201443071U (en) | Galvanized anchor rod | |
| CN203559420U (en) | Pile splicing construction device under quicksand geological conditions | |
| CN203097401U (en) | Windproof side pull structure for 220-kilovolt cat-head type tower | |
| CN207405657U (en) | A kind of cable-stayed type immersed tube tunnel structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |